Map Reservoir 5m3 DWG Block for AutoCAD

Map Reservoir 5m3 DWG Block for AutoCAD

5m3 reservoir

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Drawing: jorge bailon christian garcia, typical, typical, date:, location, design:, Approved, sheet:, scale:, San antonio de mazamari, Wanted, Indicated, flat:, designer:, supervision:, Expansion improvement of the service of the drinking water system sanitary disposal of excreta of the town center of san antonio district of province of region junin, January, Perimeter fence for reservoirs, specialty:, sanitation, Peru, ministry, of construction, sanitation, Deputy minister of, Construction sanitation, National program of, Rural sanitation, date:, Location, design:, scale:, Apartment, March, Indicated, flat:, I.a.v, sheet, drinking water, specialty:, Huanuco, Prov, Both, Dist, Tomay kichwa, place:, District municipality of tomay kichwa, Perimeter fence reservoir, Improvement of the potable water service sanitary disposal of excreta of the locality of mocra of the district tomay province ambo region huanuco, Mocra, Square bending mesh of galvanized wire bwg diameter gauge, Security fence with wire of puas, Mocra msnm, typical, typical, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, relationship, Dry outdoor camera:, relationship, floor:, date:, Location, design:, scale:, Apartment, March, Indicated, flat:, I.a.v, sheet, drinking water, specialty:, Huanuco, Prov, Both, Dist, Tomay kichwa, place:, District municipality of tomay kichwa, Reservoir structures, Improvement of the potable water service sanitary disposal of excreta of the locality of mocra of the district tomay province ambo region huanuco, Mocra, typical, typical, plant, Esc., cut, Esc., cut, Niv Water, Metal cap type, Sole, Esc., Deck slab reinforcement, typical, plant, Esc., Meeting detail, In corners, Esc., cut, Esc., cut, Esc., typical, Opening, your B. Of ventilation, Protective grille at the outlet, Plant enclosure, Esc., Reservoir, Hydraulic seal detail, Overflow, Pipe of, Esc., steps, Esc., Metal cap type, Input, Of the tub, Armor not shown, Box detail, Mailbox of, inspection, Comes from the wall, additional, additional, Security fence with wire of puas, Siege door, Esc., Metal hinge, Hinge shaft, Esc., Esc., Esc., Hinge detail, Esc., Perimeter fence detail, natural terrain, Square bending mesh of galvanized wire bwg diameter gauge, Hinged units, Knocker units, Iron pipe galvanized diameter, Concrete data, Iron pipe galvanized diameter, Square bending mesh of galvanized wire diameter gauge, plant, Esc., Concrete data, Square bending mesh of galvanized wire diameter gauge, Iron pipe galvanized diameter, Quota, Longitudinal profile:, Quota, Longitudinal profile:, Quota, Longitudinal profile:, Quota, Longitudinal profile:, Mocra msnm, your B. Pvc sp the network, your B. Clean, Niv Water, Sole, kind, metal lid, see detail, Hydraulic seal, Concrete data, Stone seated in, concrete, your B. Of ventilation, Protective grille at the outlet, Hypochlorator, Sale tub., mesh, Overflow, steps, your B. Clean, Overflow, your B. Pvc sp the network, your B. Of ventilation, entry, Pipe of, Concrete data, concrete, Stone seated in, typical, typical, your B. Pvc sp the network, your B. Clean, cut, Niv Water, Sole, kind, metal lid, see detail, Hydraulic seal, Concrete data, Esc., Stone seated in, concrete, your B. Of ventilation, Protective grille at the outlet, Hypochlorator, Sale tub., mesh, Overflow, steps, plant, your B. Clean, Overflow, your B. Pvc sp the network, your B. Of ventilation, entry, Pipe of, Esc., Concrete data, concrete, Stone seated in, typical, typical, cut, Esc., accessories, item, description, Cant, For pressure fluids., Pipe pvc fittings must meet the ntp., note, Dimensioning of the overflow pipe should be, Be according to the maximum yield of the spring, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, relationship, Dry outdoor camera:, relationship, floor:, Tee sp pvc, Union sp pvc, Pr pvc adapter, Universal union pvc, Pvc basket, gate valve, Overflow cone, Elbow sp pvc, Male cap pvc sp, date:, Location, design:, scale:, Apartment, M

Raw text data extracted from CAD file:

A A DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . 2F°d3/8"(REFUERZO) .10 .15 1.55 .10 .10 1.80 .10 .10 .40 TIPICO .20 .10 .20 .20 .10 .50 TIPICO .50 TIPICO .40 .30 .45 .20 .20 .10 .10 .10 .10 .60 .30 .07 .15 .15 .30 FECHA: LOCALIDAD DISEÑO: APROBO: LAMINA: ESCALA: SAN ANTONIO DE MAZAMARI QUISPEC INDICADA PLANO: PROYECTISTA: SUPERVISIÓN: \W3.56803; AMPLIACION Y MEJORAMIENTO DEL SERVICIO DEL SISTEMA DE AGUA POTABLE Y \W3.56803; DISPOSICION SANITARIA DE EXCRETAS DEL CENTRO POBLADO DE SAN ANTONIO DE \W3.56803; MAZAMARI, DISTRITO DE MAZAMARI, PROVINCIA DE SATIPO, REGION JUNIN ENERO - 2014 CERCO PERIMETRICO PARA RESERVORIOS ESPECIALIDAD: INSTALACIONES SANITARIAS .20 .10 .10 PERÚ Ministerio de Vivienda, Construcción y Saneamiento Viceministro de Construccion y Saneamiento Programa Nacional de Saneamiento Rural .73 1.80 .20 2.20 2.20 .10 1.55 .30 1.85 1.86 .20 .10 .40 .40 .50 .50 .40 .40 .40 .10 .20 1.80 .20 .10 2.40 \A1;1.00 \A1;.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;6.30 \A1;5.60 \A1;1.50 FECHA: UBICACION DISEÑO: ESCALA: DPTO : MARZO - 2016 INDICADA PLANO: I.A.V LAMINA : AGUA POTABLE ESPECIALIDAD: HUANUCO PROV : AMBO DIST : TOMAY KICHWA LUGAR: MUNICIPALIDAD DISTRITAL DE TOMAY KICHWA R-03 RESERVORIO 5M3 - CERCO PERIMÉTRICO \W2.69048; MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA \W2.69048; POTABLE Y DISPOSICION SANITARIA DE EXCRETAS DE LA \W2.69048; LOCALIDAD DE MOCRA DEL DISTRITO TOMAY KICHWA, PROVINCIA \W2.69048; AMBO - REGION HUANUCO MOCRA \A1;368825.0000 \A1;368830.0000 \A1;368835.0000 \A1;368825.0000 \A1;368830.0000 \A1;368835.0000 \A1;8886235.0000 \A1;8886240.0000 \A1;8886235.0000 \A1;8886240.0000 \W0.97936; Malla de Cocada \W0.97936; Cuadrada de Alambre \W0.97936; Galvanizado Calibre 8 \W0.97936; BWG Diametro 2"x2" \A1;0.59 \A1;0.07 \A1;0.67 \A1;0.73 \A1;0.66 \A1;0.74 \A1;0.07 \A1;0.07 \A1;0.84 \A1;0.07 \A1;0.07 \A1;1.00 \A1;L=Variable \A1;.077 \A1;0.05 \A1;1.84 \A1;0.07 \A1;0.15 \A1;0.10 \A1;0.45 \A1;2.00 \A1;0.60 \A1;0.40 \A1;0.04 \A1;0.05 .10 \A1;1.00 \A1;1.50 \A1;1.50 \A1;6.30 \A1;5.60 \A1;1.50 \A1;1.50 6 1 9 8 7 3 5 0.0999999999767169 8 CERCO DE SEGURIDAD CON ALAMBRE DE PUAS 5 1.5 1.5 1.5 6.299999999988358 5.599999999627471 1.5 \LRES.PROY. MOCRA V=5 m3 E=368,831.16 m N=8,886,236.91 m CT=2,590.750 msnm A B C D 0+000 0+006 0+000 0+006 0+000 0+006 0+000 0+006 2590 2590 2591 2591 2592 2592 2589.250 2589.250 2589.500 2589.500 2589.750 2589.750 2590.250 2590.250 2590.500 2590.500 2590.750 2590.750 2591.250 2591.250 2591.500 2591.500 2591.750 2591.750 2592.250 2592.250 2592.250 2592.250 2592.500 2592.500 2592.750 2592.750 .10 .10 .30 .70 .30 .30 .10 .30 .80 .10 .10 .10 .15 1.55 .10 1.55 .30 .15 1.80 .20 .20 .20 .10 2.60 .60 .20 .20 1.00 .10 .10 .60 2.60 .20 1.80 .20 .20 .10 .10 .10 1.00 .50 .10 .20 .10 .20 .20 1.80 .20 .20 .20 1.80 .20 .15 TIPICO .10 .80 .10 .40 1.85 .40 .50 TIPICO .50 TIPICO FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d3/8"= 0.40cm d1/4"= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm RELACION C/A 1:8 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) %%Gt=1.5 Kg/cm2 SUELO: d1/2"= 0.50cm FECHA: UBICACION DISEÑO: ESCALA: DPTO : MARZO - 2016 INDICADA PLANO: I.A.V LAMINA : AGUA POTABLE ESPECIALIDAD: HUANUCO PROV : AMBO DIST : TOMAY KICHWA LUGAR: MUNICIPALIDAD DISTRITAL DE TOMAY KICHWA R-02 RESERVORIO 5M3 - ESTRUCTURAS \W2.69048; MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA \W2.69048; POTABLE Y DISPOSICION SANITARIA DE EXCRETAS DE LA \W2.69048; LOCALIDAD DE MOCRA DEL DISTRITO TOMAY KICHWA, PROVINCIA \W2.69048; AMBO - REGION HUANUCO MOCRA .10 .10 .30 .70 .30 .30 .10 .30 .80 .10 .10 .10 .15 1.55 .10 1.55 .30 .15 1.80 .20 .20 .20 .10 2.60 .60 .20 .20 1.00 .10 .10 .60 2.60 .20 1.80 .20 .20 .10 .10 .10 1.00 .50 .10 .20 .10 .20 .20 1.80 .20 .20 .20 1.80 .20 .15 TIPICO .10 .80 .10 .40 1.85 .40 .50 TIPICO .50 TIPICO PLANTA ESC. 1:25 CORTE A-A ESC. 1:25 CORTE B-B 5 5 5 5 NIV. AGUA TAPA METALICA TIPO T-1 SOLADO F'c=140 kg/cm2 5 ESC. 1:25 5 ARMADURA DE LOSA DE CUBIERTA d1/2"@.20 d1/2"@.20 d1/2"@.20 d1/2"@.20 5 5 <> TIPICO d1/4"@.15 d1/4"@.15 PLANTA ESC. 1:10 DETALLE DE ENCUENTRO EN ESQUINAS ESC. 1:25 ESC. 1:25 5 M3 CORTE A-A ESC. 1:25 5 5 5 5 5 d3/8"@0.20 d1/2"@0.20 d1/2"@0.20 d3/8"@0.25 CORTE B-B ESC. 1:25 <> TIPICO <> TIPICO 2 d3/8" EN ABERTURA 5 5 TUB. DE VENTILACION d2" REJILLA DE PROTECCION EN LA SALIDA 5 PLANTA CERCO ESC. 1:50 RESERVORIO DETALLE DE SELLO HIDRAULICO REBOSE TUBERIA DE 5 5 ESC. 1:10 7 8 10 PELDAÑOS d3/4"@0.30 ESC. 1:20 d3/8"@0.20 2d3/8" 5 5 5 5 TAPA METALICA TIPO T-1 d3/8"@0.20 5 5 5 DE ENTRADA DE LA CUBA NO SE MUESTRA LA ARMADURA DETALLE DE BUZON 5 5 5 5 5 5 5 5 5 5 5 6 1 9 8 7 3 5 5 8 5 5 5 5 5 5 5 5 2d3/8" BUZON DE INSPECCION d3/8"@0.25 d3/8"@.20 (ARRIBA) VIENE DEL MURO 0.60 x 0.60 d3/8"@0.25 ADICIONAL 2d3/8" ADICIONAL 5 5 5 5 5 5 5 5 5 5 5 CERCO DE SEGURIDAD CON ALAMBRE DE PUAS 5 5 5 5 5 5 5 5 \LDETALLE PUERTA DEL CERCO ESC. 1:25 5 Bisagra metálica 3" \W8.87001; Eje de bisagra .077 5 ESC. 1:05 \LISOMETRICO ESC. 1:05 \LDETALLE ESC. 1:05 DETALLE BISAGRA 5 5 5 5 5 5 5 5 ESC. 1:25 DETALLE CERCO PERIMETRICO Terreno Natural \W6.95363; Malla de Cocada \W6.95363; Cuadrada de Alambre \W6.95363; Galvanizado Calibre 8 \W6.95363; BWG Diametro 2"x2" \W3.43742; Bisagras \W2.27329; 4 Unidades \W1.87534; Aldaba 2 Unidades \W0.39474; Tubo de Fierro \W1.77338; Galvanizado \W1.77338; Diametro Ø 3" 5 5 5 5 5 5 5 5 5 5 5 5 \W2.55076; Dado de \W2.55076; Concreto f´c = \W2.55076; 175kg/cm2 \W2.55076; 0.40x0.40x0.60 \W0.39474; Tubo de Fierro \W1.77338; Galvanizado \W1.77338; Diametro Ø 3" \W2.10210; Malla de Cocada \W2.10210; Cuadrada de Alambre \W2.10210; Galvanizado Calibre \W2.10210; 8BVG Diametro 2"x2" PLANTA ESC. 1:25 5 L=Variable \W2.55076; Dado de \W2.55076; Concreto f´c = \W2.55076; 175kg/cm2 \W2.55076; 0.40x0.40x0.60 \W3.76657; Malla de Cocada \W3.76657; Cuadrada de Alambre \W3.76657; Galvanizado Calibre 8BVG \W3.76657; Diametro 2"x2" \W0.39474; Tubo de Fierro \W1.77338; Galvanizado \W1.77338; Diametro Ø 3" COTA (msnm) COTA (msnm) Perfil Longitudinal - A - B Esc: H = 1/50 V = 1/50 2588 2589 2590 2588 2589 2590 COTA (msnm) COTA (msnm) Perfil Longitudinal - B - C Esc: H = 1/50 V = 1/50 2588 2589 2590 2591 2592 2593 2594 2595 2588 2589 2590 2591 2592 2593 2594 2595 COTA (msnm) COTA (msnm) Perfil Longitudinal - C - D Esc: H = 1/50 V = 1/50 2590 2591 2592 2593 2594 2595 2590 2591 2592 2593 2594 2595 COTA (msnm) COTA (msnm) Perfil Longitudinal - D - A Esc: H = 1/50 V = 1/50 2588 2589 2590 2591 2592 2593 2594 2595 2588 2589 2590 2591 2592 2593 2594 2595 \LRES.PROY. MOCRA V=5 m3 E=368,831.16 m N=8,886,236.91 m CT=2,590.750 msnm A B C D 0+000 0+006 0+000 0+006 0+000 0+006 0+000 0+006 2590 2590 2591 2591 2592 2592 2589.250 2589.500 2589.500 2589.750 2589.750 2590.250 2590.250 2590.500 2590.500 2590.750 2590.750 2591.250 2591.250 2591.500 2591.500 2591.750 2591.750 2592.250 2592.250 2592.250 2592.250 2592.500 2592.500 2592.750 2592.750 5 5 5 5 TUB. PVC SP 1" A LA RED TUB. DE LIMPIA 5 5 5 5 5 5 5 S = 0.25% NIV. AGUA 1 2 5 3 4 5 5 SOLADO F'c=140 kg/cm2 TIPO T-1 TAPA METALICA VER DETALLE SELLO HIDRAULICO 0.30x0.20x0.20 f'c=140Kg/cm2 DADO DE CONCRETO PIEDRA ASENTADA EN CONCRETO F'c=100 Kg/cm2 TUB. DE VENTILACION d2" REJILLA DE PROTECCION EN LA SALIDA 5 HIPOCLORADOR SALE TUB. 2" MALLA DE REBOSE 5 5 7 7 5 5 PELDAÑOS S = 0.25% S = 0.25% S = 0.25% 5 5 5 5 5 5 5 5 5 5 B A B 5 5 5 TUB. F°G° 2" DE LIMPIA Y REBOSE TUB. PVC SP 1" A LA RED 5 5 5 5 5 d3/4"@.30 1 9 8 7 3 5 5 5 TUB. DE VENTILACION d2" INGRESO d 1" TUBERIA DE 5 A f'c=140Kg/cm2 DADO DE CONCRETO 0.30x0.20x0.20m CONCRETO F'c=100Kg/cm2 PIEDRA ASENTADA EN 1.00 <> 8 5 5 5 5 5 5 5 5 5 5 5 d3/8"@0.20 d1/2"@0.20 d1/2"@0.20 d3/8"@0.25 d1/4"@.15 2d3/8" <> TIPICO 5 5 5 5 5 <> TIPICO <> TIPICO 5 5 5 5 5 TUB. PVC SP 1" A LA RED TUB. DE LIMPIA 5 5 5 5 5 5 5 CORTE A-A S = 0.25% NIV. AGUA 6 2 7 1 2 5 3 4 9 5 5 SOLADO F'c=140 kg/cm2 TIPO T-1 TAPA METALICA VER DETALLE SELLO HIDRAULICO 0.30x0.20x0.20 f'c=140Kg/cm2 DADO DE CONCRETO ESC. 1:25 PIEDRA ASENTADA EN CONCRETO F'c=100 Kg/cm2 TUB. DE VENTILACION d2" REJILLA DE PROTECCION EN LA SALIDA 5 HIPOCLORADOR SALE TUB. MALLA DE REBOSE 5 5 5 5 PELDAÑOS S = 0.25% S = 0.25% S = 0.25% 5 5 5 5 5 5 5 5 5 5 PLANTA B A B 5 5 5 TUB. F°G° 2" DE LIMPIA Y REBOSE TUB. PVC SP 1" A LA RED 5 5 5 5 5 d3/4"@.30 6 1 9 8 7 3 5 5 5 TUB. DE VENTILACION d2" INGRESO d TUBERIA DE 5 A ESC. 1:25 f'c=140Kg/cm2 DADO DE CONCRETO 0.30x0.20x0.20m CONCRETO F'c=100Kg/cm2 PIEDRA ASENTADA EN 1.00 <> 8 5 5 5 5 5 5 5 5 5 5 5 d3/8"@0.20 d1/2"@0.20 d1/2"@0.20 d3/8"@0.25 d1/4"@.15 2d3/8" <> TIPICO 5 5 5 5 5 <> TIPICO <> TIPICO CORTE A-A ESC. 1:25 5 7 ACCESORIOS ITEM DESCRIPCION CANT. PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 NOTA : -EL DIMENSIONAMIENTO DEL DIAMETRO DE LA TUBERIA DEL REBOSE DEBE ESTAR DE ACUERDO AL RENDIMIENTO MAXIMO DEL MANANTIAL FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d3/8"= 0.40cm d1/4"= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm RELACION C/A 1:8 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) %%Gt=1.5 Kg/cm2 SUELO: d1/2"= 0.50cm TEE SP PVC UNION SP PVC ADAPTADOR PR PVC UNION UNIVERSAL PVC CANASTILLA PVC 1 9 8 4 6 5 7 3 2 1 4 8 4 1 7 2 8 VALVULA DE COMPUERTA CONO DE REBOSE CODO 90° SP PVC TAPON MACHO SP PVC 2 FECHA: UBICACION DISEÑO: ESCALA: DPTO : MARZO - 2016 INDICADA PLANO: I.A.V LAMINA : AGUA POTABLE ESPECIALIDAD: HUANUCO PROV : AMBO DIST : TOMAY KICHWA LUGAR: MUNICIPALIDAD DISTRITAL DE TOMAY KICHWA R-01 RESERVORIO 5M3 - INSTALACIONES HIDRÁULICAS \W2.69048; MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA \W2.69048; POTABLE Y DISPOSICION SANITARIA DE EXCRETAS DE LA \W2.69048; LOCALIDAD DE MOCRA DEL DISTRITO TOMAY KICHWA, PROVINCIA \W2.69048; AMBO - REGION HUANUCO MOCRA

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio
Tags	autocad, block, cistern, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, map, reservoir, supply, treatment plant, wasserversorgung, water, water tank